水吸收法处理低浓度氮氧化物废气的中试研究

对水在中试规模下吸收低浓度的氮氧化物废气进行了研究。分别研究了喷淋密度、温度、压力、气速以及氮氧化物浓度对吸收效果的影响,结果表明,综合考虑各种因素,喷淋密度在20 m3/（m2·h）,水温在15℃以下,气速小于0.28 m/s,废气浓度在400 mg/m3左右时,氮氧化物的平均脱除率可以达到50%左右;同时,随着压力的增大,吸收效率也增加。     

尿素/三乙醇胺吸收烟气NO_x的实验研究

以尿素作为吸收液,与NOx反应生成N2和CO2,脱除烟气中的氮氧化物。以一套双级串连的填料塔为主体反应器,分别对气速、液气比、反应物浓度、添加剂浓度和反应温度等参数对尿素溶液吸收NOx反应的影响进行了实验研究,获得了优化实验工况,研究结果显示,在气速为0.1 m/s、液气比为16 L/m3、三乙醇胺为0.01%（质量比）、尿素浓度为13%（质量比）工况下,反应温度为30~70℃,脱硝总效率可达50%以上,且随着NOx体积分数增加而提高。     

超重力脱除模拟烟气中一氧化氮

以NO和N2的混合气作模拟烟气,以酸性尿素溶液为吸收剂,在超重力机中进行了脱除模拟烟气中NO实验研究。实验考察了混合气中NO初始含量、进气流量、吸收液流量、超重力机转速对NO脱除率的影响,确定了在超重力中尿素吸收NO的适宜条件。实验结果表明,在常温常压下,N2体积流量为1.0 m3/h,控制NO初始浓度为3 300 mg/m3,吸收液流量为250 L/h,超重力机转速为650 r/min时,NO脱除率可达89.5%。     

旋流板塔治理电镀过程氮氧化物废气的工艺研究

本文结合还原性碱液吸收氮氧化物传质速率方程,对旋流板塔治理电镀过程氪氧化物废气工业化试验流程进行剖析。提出了利用改进吸风罩减小抽气量,以提高进塔氮氧化物气体浓度的方法,来增加吸收速率。在此基础上,改进了治理流程,用模拟计算的方法对改进后的治理工艺进行了评估。     

氧化锌吸收-空气氧化法烟气脱硫实验研究

采用次氧化锌配制成的悬浮浆液脱除吸收模拟烟气中的SO2，吸收产物亚硫酸锌浆液再通过鼓风湿式氧化成硫酸锌溶液，以验证氧化锌吸收-空气氧化法烟气脱硫的效果。通过改变气体流量、SO2浓度、浆液温度及pH值等工艺参数，探索吸收和氧化过程的最佳控制条件。结果表明，氧化锌浆液对含SO2浓度从5800～8600mg／m^3的烟气脱除效率均可达到90％以上，吸收容量为3．9gSO2／15g次氧化锌；氧化过程控制吸收终点浆液pH值为5．0以及浆液温度在38℃．氧化率可达95％。     

尿素/三乙醇胺吸收烟气NOx的实验研究

以尿素作为吸收液，与NO_x反应生成N₂和CO₂，脱除烟气中的氮氧化物。以一套双级串连的填料塔为主体反应器，分别对气速、液气比、反应物浓度、添加剂浓度和反应温度等参数对尿素溶液吸收NO_x反应的影响进行了实验研究，获得了优化实验工况，研究结果显示，在气速为0.1 m/s、液气比为16 L/m³、三乙醇胺为0.01%(质量比)、尿素浓度为13%（质量比）工况下, 反应温度为30~70℃，脱硝总效率可达50％以上，且随着NO_x体积分数增加而提高。     

超重力脱除模拟烟气中一氧化氮简

以NO和N₂的混合气作模拟烟气，以酸性尿素溶液为吸收剂，在超重力机中进行了脱除模拟烟气中NO实验研究。实验考察了混合气中NO初始含量、进气流量、吸收液流量、超重力机转速对NO脱除率的影响，确定了在超重力中尿素吸收NO的适宜条件。实验结果表明，在常温常压下，N₂体积流量为1.0 m³/h，控制NO初始浓度为3 300 mg/m³，吸收液流量为250 L/h，超重力机转速为650 r/min时，NO脱除率可达89.5%。     

尿素/高锰酸钾湿法烟气脱氮的试验研究

采用高锰酸钾和尿素配制成不同浓度的吸收溶液,在填有金属鲍尔环的管式吸收反应器中,对模拟烟气进行湿法烟气脱氮的研究。试验结果表明,用尿素和高锰酸钾配制成的吸收液进行湿法烟气脱氮,可以高效地脱除模拟烟气中的氮氧化物,高锰酸钾含量的增加可以显著提高脱氮效率,是决定脱氮效率高低的重要因素,在尿素和高锰酸钾含量分别为5%和0.60g/L时可以达到91.5%的平均脱氮效率;尿素含量、吸收液有效柱高和外加的SO2气体均对脱氮效率产生不同程度的影响。     

EDTA-（NH4）2FeSO4络合剂脱除烟气中的氮氧化物

络合脱硝法是近年来新型的脱除氮氧化物的方法之一，其中EDTA金属络合剂受到了广泛关注，而亚铁络合剂又具有很好的脱除氮氧化物的效果。考查了硫酸亚铁铵与EDTA形成的Fe（II）EDTA这种比较常见的EDTA金属络合剂对NO的吸收容量，并考查温度、络合剂浓度等对Fe（II）EDTA吸收NO的影响。研究结果表明：在相同的实验环境和实验条件下，对于影响Fe（II）EDTA吸收NO的因素最重要的是温度，其余依次为络合剂浓度、气体流速、氧含量、吸收液pH，最适宜吸收条件是反应温度50℃、络合剂浓度0．1mol／L、进气流速600mL／min、氧含量2％、吸收液pH=6。     

生物滤塔和NRB在有氧条件下去除废气中的NOx

研究了有氧条件下氮氧化物在生物滤塔内的传质机理,结果表明,当含NOx废气中氧气含量为20%、氧化度为80%时,被生物滤塔内微生物吸附分解的NOx仅占被净化的NOx的12%左右,而88%左右的NOx没有被微生物及时分解,而是转入液相中形成NO3-和NO2-.在此基础上,提出了采用生物滤塔和硝酸盐脱除反应器(nitrate...     

用活性填料催化氧化-硝酸吸收法脱除氮氧化物的研究

为了提高硝酸吸收氮氧化物的效率，对活性填料催化氧化-硝酸吸收NOx进行了研究。结果表明：活性填料能明显提高NOx的吸收效率；当NOx中NO2体积百分含量增加，其吸收效率增加；随进气浓度和液气比的增大，NOx吸收效率增加；随NO2浓度的增加，NO的吸收效率先增加后减少，在NO／NO2为3时，NO吸收效率最高；随NO的增加NO2的吸收效率先增加后减少，在NO／NO2为0．6～1之间，NO2的吸收效果较好。     

Removal of NOx from flue gas with iron filings reduction following complex absorption in ferrous chelates aqueous solutions

A novel process for removal of nitrogen oxides (NOx) from flue gases with iron filings reduction following complex absorption in iron-ethylenediaminetetraacetic acid aqueous solution is proposed. The reaction mechanism involved in the process is discussed briefly. The parameters influencing the process, including the concentration of ferrous chelates, initial pH, amount of iron filings, temperature, flow rate of the flue gas, and inlet nitric oxide concentration and oxygen content of the flue gas, are researched in detail. The optimal NOx removal conditions are established. The regeneration and circular utilization of the absorption solution also is studied.     

Removal of nitric oxide in a biotrickling filter under thermophilic condition using Chelatococcus daeguensis

The development of a thermophilic biotrickling filter (BTF) system to inoculate a newly isolated strain of Chelatococcus daeguensis TAD1 for the effective treatment of nitric oxide (NO) is described. A bench-scale BTF was run under high concentrations of NO and 8% O2 in thermophilic aerobic environment. A novel aerobic denitrifier Chelatococcus daeguensis TAD1 was isolated from the biofilm of an on-site biotrickling filter and it showed a denitrifying capability of 96.1% nitrate removal rate in a 24 h period in aerobic environment at 50 degrees C, with no nitrite accumulation. The inlet NO concentration fluctuated between approximately 133.9 and 669.6 mg m-3 and kept on a steady NOx removal rate above 80% in an oxygen stream of 8%. The BTF system was able to consistently remove 80-93.7% NO when the inlet NO was 535.7 mg m-3 in an oxygen stream of 2-20%. The biological removal efficiency of NO at 50 degrees C is higher than that at 25 degrees C, suggesting that the aerobic denitrifier TAD1 display well denitrification performance under thermophilic condition. Starvation for 2, 4 and 8 days resulted in the re-acclimation times of Chelatococcus daeguensis TAD1 ranging between 4 and 16 hours. A longer recovery time than that for weekend shutdown will be required when a longer starvation occurs. The results presented here demonstrate the feasibility of biotrickling filter for the thermophilic removal of NOx from gas streams. Implications: A novel denitrifier Chelatococcus daeguensis TAD1 was isolated from an on-site biotrickling filter in aerobic environment at 50 degrees C. To date, C. daeguensis has not been previously reported to be an aerobic denitrifier. In this study, a thermophilic biotrickling filter system inoculated with Chelatococcus daeguensis TADI for treatment of nitric oxide is developed. In coal-fired power plants, influent flue gas stream for nitrogen oxides (NOx) removal typically exhibit temperatures between 50 and 60 degrees C. Traditionally, cooling gases to below 40 degrees C prior to biological treatment is inevitable, which is costly. Therefore, the application ofthermophilic microorganisms for the removal of nitric oxide (NO) at this temperature range would offer great savings and would greatly extend the applicability ofbiofilters and biotrickling filters. Until now there has not been any study published about thermophilic biological treatment of NO under aerobic condition.     

Selenium extractability from a contaminated fine soil fraction: implication on soil cleanup

Two batches of fine soil fraction of an acidic soil were deliberately contaminated with selenite (Se(IV)) and selenate (Se(VI)), respectively, and aged for more than 220 days. Speciation analysis using continuous flow-through hydride generation atomic absorption spectrometry (HGAAS) indicated that the species were predominant in their respective aged soils. A selective sequential extraction scheme was employed to fractionate the Se retained in the soils into six fractions of varying retentions. Abilities of various chemical reagents in extracting the Se in the two soil batches were then evaluated. The reagents investigated were sodium salts such as sodium chloride (NaCl), sodium sulfate (Na2SO4), sodium carbonate (Na2CO3), and sodium phosphate (Na3PO4), and two oxidants, namely, hydrogen peroxide (H2O2) and potassium permanganate (KMnO4). It was found that NaCl, Na2SO4, and Na2CO3 could only extract the exchangeable fraction of Se, while Na3PO4 could extract the exchangeable and strongly-bound fractions. Selenate was extracted more than Se(IV) by the salts. The kinetics of Se(IV) extraction by Na3PO4 could be best described by the Elovich model, while the Ritchie second-order model was the most appropriate to describe Se(VI) extraction. Efficiencies of the oxidants in Se(IV) extraction highly depended on their applied dosages. Both H2O2 and KMnO4 were able to extract greater than 93% of total Se, and therefore were significantly more effective than the salts in Se(IV) extraction.     

生物法同时脱硫脱硝试验研究

采用轻质陶粒生物滴滤塔处理摸拟燃煤烟气中二氧化硫和氮氧化物的试验研究，探讨生物法同时脱硫脱硝的影响因素及生物降解宏观动力学。研究结果表明，生物法能有效同时去除烟气中的二氧化硫和氮氧化物，烟气同时脱硫脱硝效率分别可达99.9%和88.9%。为获得最佳烟气同时脱硫脱硝效果，二氧化硫和氮氧化物进气负荷应分别＜140 g/（m³·h）和20 g/（m³·h），循环液pH=7～8，空床停留时间为30.28 s，喷淋密度为8.81 L/（m³·h）。     

用活性填料催化氧化-硝酸吸收法脱除氮氧化物的研究

为了提高硝酸吸收氮氧化物的效率,对活性填料催化氧化-硝酸吸收NOx进行了研究.结果表明:活性填料能明显提高NOx的吸收效率;当NOx中NO2体积百分含量增加,其吸收效率增加;随进气浓度和液气比的增大,NOx吸收效率增加;随NO2浓度的增加,NO的吸收效率先增加后减少,在NO/NO2为3时,NO吸收效率最高;随NO的增加NO2的吸收效率先增加后减少,在NO/NO2为0.6～1之间,NO2的吸收效果较好.     

Control of diesel gaseous and particulate emissions with a tube-type wet electrostatic precipitator

In this study, experiments were performed with a bench-scale tube-type wet electrostatic precipitator (wESPs) to investigate its effectiveness for the removal of mass- and number-based diesel particulate matter (DPM), hydrocarbons (HCs), carbon monoxide (CO), and oxides of nitrogen (NOx) from diesel exhaust emissions. The concentration of ozone (O3) present in the exhaust that underwent a nonthermal plasma treatment process inside the wESP was also measured. A nonroad diesel generator operating at varying load conditions was used as a stationary diesel emission source. The DPM mass analysis was conducted by means of isokinetic sampling and the DPM mass concentration was determined by a gravimetric method. An electrical low-pressure impactor (ELPI) was used to quantify the DPM number concentration. The HC compounds, n-alkanes, and polycyclic aromatic hydrocarbons (PAHs) were collected on a moisture-free quartz filter together with a PUF/XAD/PUF cartridge and extracted in dichloromethane with sonication. Gas chromatography (GC)/mass spectroscopy (MS) was used to determine HC concentrations in the extracted solution. A calibrated gas combustion analyzer (Testo 350) and an O3 analyzer were used for quantifying the inlet and outlet concentrations of CO and NOx (nitric oxide [NO] + nitrogen dioxide [NO2]), and O3 in the diesel exhaust stream. The wESP was capable of removing approximately 67-86% of mass- and number-based DPM at a 100% exhaust volumetric flow rate generated from 0- to 75-kW engine loads. At 75-kW engine load, increasing gas residence time from approximately 0.1 to 0.4 sec led to a significant increase of DPM removal efficiency from approximately 67 to more than 90%. The removal of n-alkanes, 16 PAHs, and CO in the wESP ranged from 31 to 57% and 5 to 38%, respectively. The use of the wESP did not significantly affect NOx concentration in diesel exhaust. The O3 concentration in diesel exhaust was measured to be less than 1 ppm. The main mechanisms responsible for the removal of these pollutants from diesel exhaust are discussed.     

Photochemical modeling in California with two chemical mechanisms: model intercomparison and response to emission reductions

An updated version of the Statewide Air Pollution Research Center (SAPRC) chemical mechanism (SAPRC07C) was implemented into the Community Multiscale Air Quality (CMAQ) version 4.6. CMAQ simulations using SAPRC07C and the previously released version, SAPRC99, were performed and compared for an episode during July-August, 2000. Ozone (O3) predictions of the SAPRC07C simulation are generally lower than those of the SAPRC99 simulation in the key areas of central and southern California, especially in areas where modeled concentrations are greater than the federal 8-hr O3 standard of 75 parts per billion (ppb) and/or when the volatile organic compound (VOC)/nitrogen oxides (NOx) ratio is less than 13. The relative changes of ozone production efficiency (OPE) against the VOC/NOx ratio at 46 sites indicate that the OPE is reduced in SAPRC07C compared with SAPRC99 at most sites by as much as approximately 22%. The SAPRC99 and SAPRC07C mechanisms respond similarly to 20% reductions in anthropogenic VOC emissions. The response of the mechanisms to 20% NOx emissions reductions can be grouped into three cases. In case 1, in which both mechanisms show a decrease in daily maximum 8-hr O3 concentration with decreasing NOx emissions, the O3 decrease in SAPRC07C is smaller. In case 2, in which both mechanisms show an increase in O3 with decreasing NOx emissions, the O3 increase is larger in SAPRC07C. In case 3, SAPRC07C simulates an increase in O3 in response to reduced NOx emissions whereas SAPRC99 simulates a decrease in O3 for the same region. As a result, the areas where NOx controls would be disbeneficial are spatially expanded in SAPRC07C. Although the results presented here are valuable for understanding differences in predictions and model response for SAPRC99 and SAPRC07C, the study did not evaluate the impact of mechanism differences in the context of the U.S. Environmental Protection Agency's guidance for using numerical models in demonstrating air quality attainment. Therefore, additional study is required to evaluate the full regulatory implications of upgrading air quality models to SAPRC07.     

鸟粪石结晶法回收垃圾渗滤液氨氮研究

采用MgSO₄·7H₂O和Na₂HPO₄·12H₂O使NH₃-N生成MgNH₄PO₄·6H₂O（鸟粪石）结晶沉淀法回收渗滤液中NH₃-N。考察了pH值、反应时间、药剂配比对NH₃-N去除率的影响。结果表明，鸟粪石结晶回收NH₃-N反应的适宜pH值为9～9.5之间，过高的pH会破坏鸟粪石晶体结构，导致固定氨从MgNH₄PO₄中游离出来，不利于氨氮的去除。在pH值为9.5、反应时间为25 min、Mg²⁺∶NH⁺₄∶PO^3-₄=1.5∶1∶1.5的最佳条件下，渗滤液中NH₃-N浓度由初始3 500 mg/L,经结晶沉淀后降低至175 mg/L，去除率达95%。鸟粪石结晶沉淀过程中几乎不吸收重金属，同时回收了氨氮，其沉淀产物鸟粪石是一种优良的缓释肥原料。